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A viscous-spring transmitting boundary for cylindrical wave propagation in saturated poroelastic media
Abstract Based on the u–U formulation of Biot equation and the assumption of zero permeability coefficient, a viscous-spring transmitting boundary which is frequency independent is derived to simulate the cylindrical elastic wave propagation in unbounded saturated porous media. By this viscous-spring boundary the effective stress and pore fluid pressure on the truncated boundary of the numerical model are replaced by a set of spring, dashpot and mass elements, and its simplified form is also given. A u–U formulation FEA program is compiled and the proposed transmitting boundaries are incorporated therein. Numerical examples show that the proposed viscous-spring boundary and its simplified form can provide accurate results for cylindrical elastic wave propagation problems with low or intermediate values of permeability or frequency content. For general two dimensional wave propagation problems, spuriously reflected waves can be greatly suppressed and acceptable accuracy can still be achieved by placing the simplified boundary at relatively large distance from the wave source.
Highlights We study transmitting boundary for dynamic analysis of unbounded saturated media. A transmitting boundary based on the u–U formulation of the Biot equation is derived. The reliability of the derived boundary has been proved by numerical examples.
A viscous-spring transmitting boundary for cylindrical wave propagation in saturated poroelastic media
Abstract Based on the u–U formulation of Biot equation and the assumption of zero permeability coefficient, a viscous-spring transmitting boundary which is frequency independent is derived to simulate the cylindrical elastic wave propagation in unbounded saturated porous media. By this viscous-spring boundary the effective stress and pore fluid pressure on the truncated boundary of the numerical model are replaced by a set of spring, dashpot and mass elements, and its simplified form is also given. A u–U formulation FEA program is compiled and the proposed transmitting boundaries are incorporated therein. Numerical examples show that the proposed viscous-spring boundary and its simplified form can provide accurate results for cylindrical elastic wave propagation problems with low or intermediate values of permeability or frequency content. For general two dimensional wave propagation problems, spuriously reflected waves can be greatly suppressed and acceptable accuracy can still be achieved by placing the simplified boundary at relatively large distance from the wave source.
Highlights We study transmitting boundary for dynamic analysis of unbounded saturated media. A transmitting boundary based on the u–U formulation of the Biot equation is derived. The reliability of the derived boundary has been proved by numerical examples.
A viscous-spring transmitting boundary for cylindrical wave propagation in saturated poroelastic media
Li, Peng (author) / Song, Er-xiang (author)
Soil Dynamics and Earthquake Engineering ; 65 ; 269-283
2014-06-23
15 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2013